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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-AOC | L1 | Accepted-AOC Agreement executed | |
| 2 | L2₹3.3 L+₹6,838.46 (2.12%)Rejected-AOC | L2 | Rejected-AOC Lowest bidder Agreement executed |
| Sl No | Description | Qty | Unit | JB ASSOCIATES PVT LTD L1 | K C ABRAHAM L2 |
|---|---|---|---|---|---|
| 1.00RETAINING WALL | |||||
| 1.00 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 15.35 | cum | 941.83 ₹14,457.09 | 941 ₹14,444.35 Lowest |
| 1.00 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 38.33 | cum | 6,562.59 ₹2,51,544.07 Lowest | 6,672.77 ₹2,55,767.27 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.13 | tonne | 1,00,437 ₹12,755.5 Lowest | 1,00,437 ₹12,755.5 Lowest |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 1.8 | cum | 9,423.47 ₹16,962.25 Lowest | 9,554 ₹17,197.2 |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 22.45 | cum | 569.21 ₹12,778.76 Lowest | 650 ₹14,592.5 |
| 1.01 | OD356157/2025-2026:Filling with Quarry MuckFilling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc. quantity for 300m3 | 16.2 | cum | 911.24 ₹14,762.09 Lowest | 947 ₹15,341.4 |
Tender Value
₹3.4 L
EMD Value
₹8,421
Closing Date
24 Jan 2026, 5:00 pmClosed
Seema.K.S
Office of Assistant Engineer, LID EW Section Kadapra GP
Annual Plan-Proj no 230/25-26, Vaniyapuraykapadi - Chungathumalikadavu Road - Construction of retaining wall and earth filling Ward -2-Kadapra GP (Retender)
2026_LSGD_827502_3
01/2025-26/AE/LIDEW/KDP
Open Tender
Civil Works - Roads
Item Rate
180 days
Kadapra Grama Panchayat
Please refer Tender documents.
7 documents required · 7 mandatory
₹745
Yes
₹8,421
Yes
29 Apr 2026
17 Jan 2026
27 Jan 2026
17 Jan 2026
24 Jan 2026
17 Jan 2026
RETAINING WALL
11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth
75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
OD356157/2025-2026:Filling with Quarry MuckFilling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc. quantity for 300m3
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